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Established 2004

Ruddlesden geotechnical

Ruddlesden geotechnical provides ground investigation, geotechnical consultancy and contamination assessment services.

Based in Exeter, but covering the whole of the UK, albeit primarily concentrated in the South West, Ruddlesden geotechnical was formed in 2004.

Ruddlesden geotechnical works on behalf of a wide client base, including local, regional and national housing developers, housing associations, commercial developers, building contractors, structural and civil engineers, architects, building consultants, quantity surveyors, local authorities and private individuals.

Development projects range from single dwellings and extensions to large housing estates, multi-storey flats, offices, industrial units, roads, slopes, schools, hospitals and basements.

The services and projects listed on this web-site provide an indication of those undertaken by Ruddlesden geotechnical, but others are carried out. If your requirement is not readily identifiable on this web-site, please contact us as we may still be able to help you.

  • AGS
  • Constructionline
  • CSCS
  • SMAS
  • ECFC trust

Latest news

Recent projects

  • Latest news

    20 Oct 2026

    Creative geotechnical photography

    Inspired by her surroundings at RHS Rosemoor, where she was carrying out the ground investigation for a new educational facility, and with one eye on the Ruddlesden geotechnical site photograph of the year competition, Catherine Greed got creative with her site photography recently, framing the dynamic sampling rig within the last of the summer flowers.

    Creative geotechnical photography

  • Recent projects

    Multiple Contamination Assessment and Consultancy Services at Holiday Park, Cornwall

    A full range of contamination investigation and assessment services have been provided for a large and on-going holiday accommodation development in Cornwall. The Phase 1 Contamination Assessmentidentified that much of the site was underlain by a former licensed and unlicensed landfill site. The dynamic sampling/ windowless sample boreholes and trial pits, together with contamination laboratory testing, identified the site to be underlain by made ground/ fill, most of which comprised locally derived soil with no significantly elevated levels of contamination; however, localised areas of elevated levels of contamination were identified. A detailed quantitative risk assessment (DQRA) was undertaken, which included bioaccessibility testing and modifying the exposure duration within the CLEA model, to demonstrate that whilst some of the recorded levels of contamination might exceed the generic assessment criteria (GAC) for a standard residential land use, the recorded levels of contamination were unlikely to be harmful to human healthgiven the proposed end use. Particularly high levels of ground gas (methane and ground gas) have been recorded. Long-term gas monitoring and a large dataset has been required to undertake a robust ground gas assessment, where peak and steady flow rates and maximum concentrations, together with groundwater level and atmospheric pressure fluctuations, have been studied in detail to ensure the correct site characterisation and gas protection measure proposals. Continuous client and local authority engagement together with clear reporting have been crucial at this site to ensure that relatively complex issues were understood by all and the relevant planning conditions have been discharged.

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  • Recent projects

    Cliff Stability Assessment, Dorset

    There was a stability risk at a cliff-top site on the Isle of Portland, as indicated by a Phase 1 Geotechnical Assessment, previously undertaken by Ruddlesden geotechnical. Ruddlesden geotechnical were commissioned to assess the potential for landslip, ascertain the likely landslip mechanism and causation and determine the relative risk of collapse. Due to restricted access, rope accesstechniques were utilised to collect rock mass data for use in structural kinematic analyses to ascertain the likely failure modes. The results of the kinematic analyses (and site observations) indicated the potential for rockfall and wedge-type failures within the top 10m of the cliff-top, confined to one particular geological unit. Remedial measures, comprising rock-bolting and meshing, were recommended to maintain the existing cliff profile and hence long-term stability of the site.

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